Haojie Ma , Xiao Kang , Yixing Huang , Shengyu Duan , Ying Li , Daining Fang
{"title":"基于自编码器增强生成对抗网络和精英引导进化算法的结构瞬态动态拓扑优化","authors":"Haojie Ma , Xiao Kang , Yixing Huang , Shengyu Duan , Ying Li , Daining Fang","doi":"10.1016/j.cma.2025.118417","DOIUrl":null,"url":null,"abstract":"<div><div>Structural transient dynamic optimization faces significant challenges stemming from material nonlinearities and geometric nonlinearities induced by large deformations. These nonlinear phenomena severely complicate gradient-based sensitivity analysis, while conventional non-gradient optimization approaches face limitations including prohibitive computational demands, suboptimal solution quality, and compromised robustness. To overcome these challenges, we present an integrated computational framework synergistically combining an autoencoder-enhanced generative adversarial network with an elitist guidance evolutionary algorithm for nonlinear dynamic optimization. The developed multi-fidelity surrogate modeling architecture achieves dual enhancement in computational efficiency and solution diversity, while the elitism-preserving mechanism in elitist guidance evolutionary algorithm ensures superior convergence characteristics. Furthermore, we introduce a self-supervised criterion noise rate metric for quantitatively evaluating structural performance under transient loads. Results demonstrate that the proposed method improves structural clarity and diversity by 18.56 and 21.55 times compared to conventional methods. Case studies with both cantilever and fixed-end beams across dynamic loading regimes confirm the method’s generalizability. This framework is easily transferable to other engineering fields, offering new insights for solving transient nonlinear problems.</div></div>","PeriodicalId":55222,"journal":{"name":"Computer Methods in Applied Mechanics and Engineering","volume":"447 ","pages":"Article 118417"},"PeriodicalIF":7.3000,"publicationDate":"2025-09-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Structural transient dynamic topology optimization based on autoencoder-enhanced generative adversarial network and elitist guidance evolutionary algorithm\",\"authors\":\"Haojie Ma , Xiao Kang , Yixing Huang , Shengyu Duan , Ying Li , Daining Fang\",\"doi\":\"10.1016/j.cma.2025.118417\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Structural transient dynamic optimization faces significant challenges stemming from material nonlinearities and geometric nonlinearities induced by large deformations. These nonlinear phenomena severely complicate gradient-based sensitivity analysis, while conventional non-gradient optimization approaches face limitations including prohibitive computational demands, suboptimal solution quality, and compromised robustness. To overcome these challenges, we present an integrated computational framework synergistically combining an autoencoder-enhanced generative adversarial network with an elitist guidance evolutionary algorithm for nonlinear dynamic optimization. The developed multi-fidelity surrogate modeling architecture achieves dual enhancement in computational efficiency and solution diversity, while the elitism-preserving mechanism in elitist guidance evolutionary algorithm ensures superior convergence characteristics. Furthermore, we introduce a self-supervised criterion noise rate metric for quantitatively evaluating structural performance under transient loads. Results demonstrate that the proposed method improves structural clarity and diversity by 18.56 and 21.55 times compared to conventional methods. Case studies with both cantilever and fixed-end beams across dynamic loading regimes confirm the method’s generalizability. This framework is easily transferable to other engineering fields, offering new insights for solving transient nonlinear problems.</div></div>\",\"PeriodicalId\":55222,\"journal\":{\"name\":\"Computer Methods in Applied Mechanics and Engineering\",\"volume\":\"447 \",\"pages\":\"Article 118417\"},\"PeriodicalIF\":7.3000,\"publicationDate\":\"2025-09-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computer Methods in Applied Mechanics and Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0045782525006899\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computer Methods in Applied Mechanics and Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0045782525006899","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
Structural transient dynamic topology optimization based on autoencoder-enhanced generative adversarial network and elitist guidance evolutionary algorithm
Structural transient dynamic optimization faces significant challenges stemming from material nonlinearities and geometric nonlinearities induced by large deformations. These nonlinear phenomena severely complicate gradient-based sensitivity analysis, while conventional non-gradient optimization approaches face limitations including prohibitive computational demands, suboptimal solution quality, and compromised robustness. To overcome these challenges, we present an integrated computational framework synergistically combining an autoencoder-enhanced generative adversarial network with an elitist guidance evolutionary algorithm for nonlinear dynamic optimization. The developed multi-fidelity surrogate modeling architecture achieves dual enhancement in computational efficiency and solution diversity, while the elitism-preserving mechanism in elitist guidance evolutionary algorithm ensures superior convergence characteristics. Furthermore, we introduce a self-supervised criterion noise rate metric for quantitatively evaluating structural performance under transient loads. Results demonstrate that the proposed method improves structural clarity and diversity by 18.56 and 21.55 times compared to conventional methods. Case studies with both cantilever and fixed-end beams across dynamic loading regimes confirm the method’s generalizability. This framework is easily transferable to other engineering fields, offering new insights for solving transient nonlinear problems.
期刊介绍:
Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.